Civil Engineering - Structural Design Specifications - Discussion
Discussion Forum : Structural Design Specifications - Section 2 (Q.No. 1)
1.
The permissible bending stresses Pbet for steel slab bases should not exceed
Discussion:
6 comments Page 1 of 1.
Krishna said:
9 years ago
Answer is 1800.
Considers as 185 MPa = 1814 ~ 1800kg/cm^2.
Considers as 185 MPa = 1814 ~ 1800kg/cm^2.
Jass said:
8 years ago
Yes, it's 1800.
1500 is an axial tension or compression for an i-beam channel.
1500 is an axial tension or compression for an i-beam channel.
N v ramanaiah said:
8 years ago
Explain the answer clearly.
Roy said:
8 years ago
185 MPa= 1850 kg/cm^2 so why not option D?
Karn chaurasiya said:
6 years ago
Bearing stress 1890 kg/cm^2 bending stress 1650kg/cm^2 axial stress 1500kg/ccm2.
Shear stress 890kg/cm^2 so the correct answer according to me is B.
Shear stress 890kg/cm^2 so the correct answer according to me is B.
MJM Gcek said:
4 years ago
Yes @Karn Chaurasiya.
I agree with you.
I agree with you.
Post your comments here:
Quick links
Quantitative Aptitude
Verbal (English)
Reasoning
Programming
Interview
Placement Papers